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Adjusted Shear Forces AV = <br /> Load Combination Duration Factor CD I Applied Shear V(Ib) ! Adjusted Shear V/CD(Ib) <br /> - D+F 0.9 480I 533 <br /> D+H+F+L 1 4480� 4480 <br /> D+H+F+L r -- - -1.25 480 384 <br /> - D+H+F+5 1.15 4801 417 <br /> D+H+F+R 1.15 4801 417 <br /> D+H+F+0.75L+0.75 L_r 1.25 34801 2780 <br /> D+H+F+0.75L+0.75 S 1.15 3480 3030 <br /> D+H+F+0.75L+0.75 R 1.15 3480 I 3030 <br /> D+H+F+0.6W,dn 1.6 480 300 <br /> D+H+F+0.7E 1.6 480 300 <br /> D+H+F+0.45W_dn+0.75L+0.75L_r. 1.6 3480 2170 <br /> D+H+F+0.45W_dn+0.75L+0,75S 1.6 3480 2170 <br /> D+H+F+0.45W do+0,75L+0.75R 1.6 3480 I 2170 <br /> D+H+F+0.525E+0.75L+0.75S 1.6 - 3480 2170 <br /> 0,61)+0.6W,up+H 1.6 288 180 <br /> 0.6(D+F)-0.7Ev+0.7Eh+H 1.6 - 288 180 <br /> Governing Shear Force V= 4480 lb <br /> Elastic Modulus(NDS 2018 2.3) I -- <br /> 1 NOS 2019 Supplement <br /> Wet Service Factor Cnt,E_ <br /> ?ADS 2018,Tab'e 23.3 <br /> Temperature Factor Cf,E= 1 <br /> NOS 2018,Cl 43.8 <br /> Incising Factor Ci,E = 1 <br /> NDS 2018 4.3.7.NOS 20Is Supplement Table 4D <br /> Flat Use Factor CJD,E= 1 <br /> Buckling Stiffness Factor <br /> CT= 1 NDS2018,C1441 <br /> Adjusted Modulus of Elasticity <br /> E' = 1600 000 psi NDS 2018 Table 4.3.1(lumber),5.3.1(glutam).8 3.1(SCL) <br /> Adjusted Minimum Modulus of Elasticity E' = 580000psi NDS 2018 Table 4.3.1(lumbet),53.1(g1u'a-k83.1(SCL) <br /> ruin <br /> Adjusted Axial Stiffness E'A= 119 000 000 lb-tt/ft <br /> Adjusted Flexural Stiffness 91 = 12 500 000 lb•ft2 <br /> Section Bending(NDS 2018 2.3) <br /> A1VC TRib,C12.1.3A <br /> Load Applied on Compression Side? Yes <br /> Lateral-Torsional Buckling Occurs? LTBflBg= <br /> NDS 2018 Supplement(Tables 4A and SA) <br /> Wet Service Factor Cat,n= 1 <br /> Temperature Factor <br /> Ct,b= 1 (IDS 2018,Tab'e 2 3 3 <br /> C 0.987 NDS 2018,CI 4.3.6 <br /> Size Factor F,6 = .70/ <br /> NDS 20184.3.7 for lumbe,and 53.7 fol glulam <br /> Flat Use Factor CJt2,n= 1 <br /> NDS 2018,CI4.38 <br /> Incising Factor Ci,6= 1 <br /> C'. = 1.15J AIDS_0184.3.9 <br /> Repeating Member Factor <br /> Positive Bending(NDS 2018 2.3) <br /> Governing Duration Factor-Positive /v+,6 1 NDS 2019,C123? <br /> V D 5 A.FL�O <br /> Bending ova <br /> Governing Beam Stability Factor-Positive C+ = 1 AwC TR14,C121.3.4 <br /> L <br /> Bendingr <br /> Adjusted Bending Strength-Positive r+ = 1530 psi r7052016,Tab'r43.1 <br /> Bending <br /> Applied Bending Stress Positive Bending fb = 1290 psi <br /> Greenfield Rev 3 Page 26 of 52 <br />